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HCM 6th TWSC Cumulative plus Project Conditions <br /> 5: Manthey Rd & 1=rewert Rd Timing Pian:AM Peak <br /> Intersection <br /> Int Delay,slveh 3.6 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y *T T <br /> Traffic Vol,vehlh 75 12 14 55 50 75 <br /> Future Vol,vehlh 75 12 14 55 50 75 <br /> Conflicting Peds,#Ihr 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free Free Free <br /> RT Channelized - None - None None <br /> Storage Length 0 - <br /> Veh in Median Storage,# 0 - 0 0 - <br /> Grade,% 0 - 0 0 - <br /> Peak Hour Factor 92 92 92 92 92 92 <br /> Heavy Vehicles, % 17 14 33 18 15 33 <br /> Mvmt Flow 82 13 15 60 54 82 <br /> MaiorlMlnor Minor2 Majorl Maior2 <br /> Conflicting Flow All 185 95 136 0 0 <br /> Stage 1 95 - - - - <br /> Stage 2 90 - - <br /> Critical Hdwy 6.57 6.34 4.43 <br /> Critical Hdwy Stg 1 5.57 - - <br /> Critical Hdwy Stg 2 5.57 - - <br /> Follow-up Hdwy 3.653 3.426 2.497 <br /> Pot Cap-1 Maneuver 771 930 1278 <br /> Stage 1 892 - - - <br /> Stage 2 897 - - - <br /> Platoon blocked,% - - <br /> Mov Cap-1 Maneuver 762 930 1278 - - - <br /> Mov Cap-2 Maneuver 762 - - <br /> Stage 1 881 - - - - <br /> Stage 2 897 - <br /> Approach EB NB SB <br /> HCM Control Delay,s 10.2 1.6 0 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(vehlh) 1278 - 781 - <br /> HCM Lane VIC Ratio 0.012 - 0,121 - <br /> HCM Control Delay(s) 7.9 0 10.2 - - <br /> HCM Lane LOS A A B <br /> HCM 95th%tile Q(veh) 0 - 0.4 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 5 <br />